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    Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author:
    Argaw Asha Ashango
    ,
    Nihar Ranjan Patra
    DOI: 10.1061/(ASCE)MT.1943-5533.0001547
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the stabilization of expansive soil (C) with steel slag (SS), rice husk ash (RHA), and quick lime (L). The geotechnical properties, shearing strength characteristics, and dynamic properties of stabilized soil have been studied. The optimum mix is found to be in the proportion of
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      Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82802
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    contributor authorArgaw Asha Ashango
    contributor authorNihar Ranjan Patra
    date accessioned2017-05-08T22:34:10Z
    date available2017-05-08T22:34:10Z
    date copyrightJuly 2016
    date issued2016
    identifier other49875660.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82802
    description abstractThis paper presents the stabilization of expansive soil (C) with steel slag (SS), rice husk ash (RHA), and quick lime (L). The geotechnical properties, shearing strength characteristics, and dynamic properties of stabilized soil have been studied. The optimum mix is found to be in the proportion of
    publisherAmerican Society of Civil Engineers
    titleBehavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime
    typeJournal Paper
    journal volume28
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001547
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    contenttypeFulltext
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